VACATIONS BEACH FALES PROPOSED ALTERATIONS RESTAURANT & OFFICE BUILDING

Transcription

1 VACATIONS BEACH FALES PROPOSED ALTERATIONS & OICE BUILDING A. SITE PLAN A. EXISTING FLR & DEMOLITION PLAN A. DEMOLITION A. PROPOSED PLANS A.3 RF & HYDRAULICS PLAN A. PROPOSED ELEVATIONS SECTIONS A4. WINDOW & DR SCHEDULE WEST BOUNDARY NORTH EXISTING FALE ACCOMODATION HIGH TIDE MARK MANASE EXISTING FALE ACCOMODATION S A V A I I N O R T H EXISTING BUILDING TO BE REFURBISHED EXISTING ADMIN BUILDING EXISTING UNITS C O A S T R O A D EXISTING UNITS CUSTOMARY BOUNDARY LOCALITY - MANASE, SAVAI'I N.T.S. : 5 SITE PLAN : 5 //6 //6 AG AG //6 GEF TOURISM PROJECT CSch //6 69W LW //6 KHL //6 SITE PLAN KHL A. LW CSch FU SIZE A

2 X9 TIMBER POSTS EXISTING CONCRETE SLAB -5 4 BLOCKWA TO BE DEMOLISHED 5 PARTIAL BLOCK WA BLOCKWA TO BE DEMOLISHED 4 GG EXISTING CONCRETE COLUMNS WINDOW BAYS, WITH TIMBER FRAMING EXISTING BUILDING AREA = 67.5M -5 EXSITING OPENING EXISTING TILED CONCRETE FLR SLAB EXISTING CONCRETE SLAB GG EXISTING FLR PLAN : 5 : 5 DEMOLITION FLR PLAN GEF TOURISM PROJECT 69W FU SIZE A EXISTING FLR & DEMOLITION PLAN A.

3 REMOVE METAL CLADDING FROM GABLE END WA NOTE: ENSURE RF IS SUICIENTLY SUORTED DURING DEMOLITION AND INSTAATION OF NEW POSTS FOR SUORT DEMOLISH BALUSTRADES, RAILING AND EXISTING POSTS DEMOLISH CONCRETE SLAB DEMOLISH BLOCK WAS IN DR WAY. DEMOLISH POSTS, BALUSTRADES, RAILING AND CONCRETE SLAB DWN ENG CHK CLIENT QUALITY ENGINEERS - SURVEYORS - ARCHITECTS First Floor, Maxkar House Cnr Convent Street and DRAWING CHECKED: ENGINEER: GEF TOURISM PROJECT DEMOLITION PROJECT No. SCALE: 69W FU SIZE A A.

4 CONCRETE PATH S W W CONCRETE PATH 9X9 H3. TIMBER BALUSTRADE BOLTED WITH /M SS BOLTS 5M WASHERS, INTO SIDE OF JOISTS PRYDA STAINLESS STEEL ANGLE. BOLTED TO CONCRETE PATH BELOW AND INTO JOISTS WITH SS M BOLTS 679 DIA. H8 TREATED TIMBER MAX CRS. CONCRETE EMBEDMENT, COVER A DIRECTIONS 4X45 H3. TIMBER MAX CRS GG W9 W8 W6 W7 E6 E F 4 4 W3 W4 W5 W 5X5 H5 TIMBER POSTS IN 6 CONCRETE EMBEDMENT. COVER A DIRECTIONS 4X45 H3. TIMBER RIBBON BOARD ON PACKERS FIX WITH SS M 8 MAX CRS INTO CONCRETE FOUNDATION WA E E6 F S4 3 : 5 DECK FRAMING PLAN NEW BREEZEWAY LOUVRE WINDOWS & HARDWARE IN EXISTING TIMBER FRAMES. FRAMES PAINTED. COLOUR TO CLIENT SELECTION. EXISTING MASONRY BLOCK WA. PAINT TWO COATS SEMI GLOSS. EXISTING CONCRETE COLUMN/BEAM. PAINT TWO COATS SEMI GLOSS. NEW SOLID TIMBER DOUBLE DR. GLAZED PANEL INSERTS. NEW SLATTED TIMBER PARTITION. EX5X5 LOCAL TIMBER BATTENS ON 9X45 H3. TIMBER 6CRS, 6CRS. H3. TIMBER DECK BALUSTRADE. 4 BALUSTRADE ON FLAT ON 9X9 POST, FIXED TO SIDE OF JOISTS. 45X45 CRS. EXISTING TILED CONCRETE FLR SLAB. 9X5 H3 MIN TIMBER DECKING. STAINLESS STEEL SCREW FIXINGS. GRVED FACE DOWN CABBOT'S KWILA OIL STAIN FINISH. PRYDA STAINLESS STEEL SBK5A ANGLE, BOLT TO CONCRETE SLAB BELOW AND INTO TIMBER JOISTS ABOVE. 4X45 H3. TIMBER BOUNDARY JOISTS BOLTED TO TIMBER POSTS M STAINLESS STEEL 5 WASHERS 4X45 H3. TIMBER JOSTS IN STAINLESS STEEL JOIST HANGERS PROPOSED FLR PLAN : 5 GEF TOURISM PROJECT 69W FU SIZE A PROPOSED PLANS A.

5 E DIA. DP DIA. DP E R DIA. PVC E R 5 5 S3 5 5 NEW MXM SOAK PIT DIA. PVC DIA. OVERFLOW DIA. PVC FA FA FA FA DIA. PVC DIA. OVERFLOW R NEW MXM SOAK PIT R DIA. DP DIA. DP 5 5 FA FA REFLECTED CEILING PLAN : 5 E R R S3 H3 GRVED PLYWD CEILING LINING (SMTH) ON MIN 7X35 H3. TIMBER 6 MAX CRS. PRIME LINING AND ALY TWO COATS LOW SHEEN. EXISTING CONCRETE COLUMN/BEAM. PAINT TWO COATS SEMI GLOSS. EXISTING GALVANISED RF SHEET. NEW COLORBOND METAL GUTTER. NEW METAL BARGE FLASHING TO MATCH RF. TWO CREST MIN COVER. EXISTING AWNING RF. ENSURE TEMPORARY SUORT DURING DEMOLITION AND INSTAATION OF NEW POSTS. EXISTING RF TRUSS. PRIME + PAINT. : 5 RF PLAN GEF TOURISM PROJECT 69W FU SIZE A RF & HYDRAULICS PLAN A.3

6 GG R R3 E5 R 5 T.O. WA T.O. WA 5 R9 R3 W W5 W4 W3 S NORTH EAST ELEVATION - PROPOSED : 5 : 5 NORTH WEST ELEVATION - PROPOSED GG R 5 T.O. WA T.O. WA 5 S W9 W8 W6 W7 R R3 R S 4 SOUTH WEST ELEVATION - PROPOSED : 5 3 NEW PARTITION WA ELEVATION : 5 E5 EXISTING MASONRY BLOCK WA. PAINT TWO COATS SEMI GLOSS. COLOUR TO CLIENT SELECTION. EXISTING CONCRETE COLUMN/BEAM. PAINT TWO COATS SEMI GLOSS. COLOUR TO CLIENT SELECTION. NEW SHADOWCLAD H3 GABLE END WA CLADDING ON EXISTING BUILDING WRAP. PRIME + TWO COATS EXTERIOR SEMI GLOSS PAINT. NEW SLATTED TIMBER PARTITION. EX5X5 LOCAL TIMBER BATTENS ON 9X45 H3. TIMBER 6CRS, 6CRS. R R R3 H3. TIMBER DECK BALUSTRADE. 4 BALUSTRADE ON FLAT ON 9X9 POST, FIXED TO SIDE OF JOISTS. 45X45 CRS. 9X5 H3 MIN TIMBER DECKING. STAINLESS STEEL SCREW FIXINGS. GRVED FACE DOWN CABBOT'S KWILA OIL STAIN FINISH. EXISTING GALVANISED RF SHEET. NEW COLORBOND METAL GUTTER. NEW 3X5 THICKH3 TIMBER FASCIA FIXED TO EXISTING 4X45 EDGE FRAMING. PAINT FINISH, NEW METAL BARGE FLASHING TO MATCH RF. TWO CREST MIN COVER. R9 S S EXISTING AWNING RF. ENSURE TEMPORARY SUORT DURING DEMOLITION AND INSTAATION OF NEW POSTS. 8X5 H3 TIMBER FASCIA. PAINT FINISH. DIAMETER H8 TREATED TIMBER PILE IN DEEP CONCRETE EMBEDMENT. COVER A DIRECTIONS. 5X5 H5 TIMBER POSTS IN 6 DEEP CONCRETE EMBEDMENT. COVER A DIRECTIONS. FIX TOP TO EXISTING VERANDAH BEAM WITH M SS BOLT, 5 WASHER. GEF TOURISM PROJECT 69W FU SIZE A PROPOSED ELEVATIONS A.

7 S4 R R3 R E E5 E E S3 R T.O. WA 5 5 T.O. WA R8 S3 E R9 E F E S4 R5 S F6 E6 F F5 F7 F4 S SECTION A : 5 SECTION B : 5 E E E5 E6 F H3 GRVED PLYWD CEILING LINING (SMTH) ON MIN 7X35 H3. TIMBER 6 MAX CRS. PRIME LINING AND ALY TWO COATS LOW SHEEN. NEW BREEZEWAY LOUVRE WINDOWS & HARDWARE IN EXISTING TIMBER FRAMES. FRAMES PAINTED. EXISTING MASONRY BLOCK WA. PAINT TWO COATS SEMI GLOSS. EXISTING CONCRETE COLUMN/BEAM. PAINT TWO COATS SEMI GLOSS. NEW SHADOWCLAD H3 GABLE END WA CLADDING ON EXISTING BUILDING WRAP. PRIME + TWO COATS EXTERIOR SEMI GLOSS PAINT. COLOUR TO CLIENT SELECTION. NEW SOLID TIMBER DOUBLE DR. GLAZED PANEL INSERTS. NEW SLATTED TIMBER PARTITION. EX5X5 LOCAL TIMBER BATTENS ON 9X45 H3. TIMBER 6CRS, 6CRS. H3. TIMBER DECK BALUSTRADE. 4 BALUSTRADE ON FLAT ON 9X9 POST, FIXED TO SIDE OF JOISTS. 45X45 CRS. EXISTING TILED CONCRETE FLR SLAB. F4 F5 F6 F7 R R R3 R5 9X5 H3 MIN TIMBER DECKING. STAINLESS STEEL SCREW FIXINGS. GRVED FACE DOWN CABBOT'S KWILA OIL STAIN FINISH. 4X45 H3.3 MIN TIMBER 45 MAX CRS. SOLID BLOCKING AT MID SPAN. /9X45 H3. TIMBER BEARER BOLTED TO TIMBER POST. 5 MIN BEARING. /M STAINLESS STEEL BOLTS 5 WASHERS. 4X45 RIBBON BOARD ON PACKER. STAINLESS STEEL M 8 MAX CRS. STAINLESS STEEL JOIST HANGERS. EXISTING GALVANISED RF SHEET. NEW COLORBOND METAL GUTTER. NEW 3X5 THICKH3 TIMBER FASCIA FIXED TO EXISTING 4X45 EDGE FRAMING. PAINT FINISH, NEW METAL BARGE FLASHING TO MATCH RF. TWO CREST MIN COVER. JAMES HARDIE VIABOARD SOIT LINING, ON CEILING BATTENS. NEGATIVE DETAIL AT SHEET JOINTS, PAINT FINISH, COLOUR TO CLIENT SELECTION. R8 R9 S S S3 S4 EXISTING AWNING RF. ENSURE TEMPORARY SUORT DURING DEMOLITION AND INSTAATION OF NEW POSTS. METAL APRON FLASHING, MIN COVER BEHIND CLADDING. 8X5 H3 TIMBER FASCIA. PAINT FINISH. DIAMETER H8 TREATED TIMBER PILE IN DEEP CONCRETE EMBEDMENT. COVER A DIRECTIONS. 5X5 H5 TIMBER POSTS IN 6 DEEP CONCRETE EMBEDMENT. COVER A DIRECTIONS. FIX TOP TO EXISTING VERANDAH BEAM WITH M SS BOLT, 5 WASHER. EXISTING RF TRUSS. PRIME + PAINT. COLOUR TO CLIENT SELECTION. PRYDA STAINLESS STEEL SBK5A ANGLE, BOLT TO CONCRETE SLAB BELOW AND INTO TIMBER JOISTS ABOVE. 4//6 4//6 A.G. A.G. 4//6 GEF TOURISM PROJECT C.S 4//6 69W L.W. 4//6 L.W. 4//6 SECTIONS L.W. L.W. C.S FU SIZE A

8 9 9 Partial louvre fixed in place at top of window, If required 8 4 Opening hardware the 6th louvre from the bottom. controling top 4 Opening hardware the 3rd louvre from the bottom. controling lower Door No. D SOLID CORE TIMBER DR. MIN H3 TREATED/ LOSP. AEGION LOCK & DR HARDWARE. PAINTED - PRIMER + TWO COATS SEMI GLOSS. COLOUR TO CLIENT SELECTION Door No. W3, W4, W5, W6, W7, W8, W9, W PALMAIR LOUVRE WINDOW IN TIMBER FRAMES. PAINTED Door No. W, W PALMAIR LOUVRE WINDOW IN TIMBER FRAMES. PAINTED GENERAL :. Refer to Floor Plan for door swing directions. Dimensions: R.O. = Rough Opening to Concrete Block face 3. All Dimensions in mm unless otherwise noted WINDOW & DR SCHEDULE : GEF TOURISM PROJECT 69W FU SIZE A WINDOW & DR SCHEDULE A4.